Amendment 0006 - Drawing C-106 Revision 2.pdf
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- Solicitation number
- W912WJ25R0001
About this file
This is an engineering drawing (C-106) showing an Excavation and Consolidation Plan for the Raymark Superfund Site remediation project. The drawing details the Morgan Francis excavation area with various depths (1-foot to 4-foot) and includes sanitary sewer profiles and storm drain configurations.
The drawing contains specific technical elements including pre-excavation soil sampling areas, bottom of excavation specifications, and limits of consolidation. Key features include a sheet pile hydraulic control wall to be removed during remediation (40' wide by 15' embedment depth, 24" stick up, A-328 steel), storm drain pipe locations, and multiple soil sampling areas with specific requirements detailed in notes 1-6. The drawing also includes a remediation legend distinguishing different excavation zones and depths. The plan shows integration with existing infrastructure including East Broadway and various utility connections, with particular attention to protecting an existing sanitary sewer during excavation activities.
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Text version
48-INCH RCP SAN SEWER
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FILE NAME: C:\Users\USTD715079\OneDrive - WSP O365\USACE - Raymark Francis Morgan\Sheets\C-106 Excavation and Consolidation Plan.dwg PLOT DATE: Fri, 06 Sep 2024 PLOT TIME: 12:11 PM
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Callout Approximate location of sheet pile hydraulic control weir (NTS) to be removed during remediation. 40' wide by 15' embedment depth, 24" stick up, A-328 steel.
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Callout Soil Borings
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